Plan Review Details - Permit 14040982
Plan Review Stops For Permit 14040982
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status N Date 2015-05-08 Cont ID  
Sent By skennedy Date 2015-05-08 Time 14:43 Rev Time 0.00
Received By skennedy Date 2015-05-08 Time 14:43 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2015-02-03 Cont ID  
Sent By skennedy Date 2015-05-08 Time 11:44 Rev Time 0.00
Received By shill Date 2015-02-03 Time 15:30 Sent To  
Notes
2015-02-03 15:38:41****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 1. TWO SETS REQUIRED, FBC 107.
  
 2. PRESSURES PROPOSED IS +-120PSF. THIS IS TOO HIGH;
 PLEASE REVISE TO -47 (THE LOWEST ON THE PRODUCT
 APPROVAL WHICH YOU SUBMITTED). IT IS NOT CLEAR WHY A
 DESIGN PRESSURE WHICH EXCEEDS PRESSURES FOR HIGH RISES
 WOULD BE USED AS CRITERIA FOR A ONE STORY STRUCTURE.
  
 3. SEE SHEET 11 OF THE PRODUCT APPROVAL. HOLLOW BLOCK
 SUBSTRATE, C4 CONNECTION, REQUIRES 3.4" SPACING UP TO
 6', AND ITW TAPCON, C4 CONNECTION NOT ALLOWED FOR SPAN
 OVER 6'.
  
 4. SEE THE PRODUCT APPROVAL SUBMITTED, PAGE 8. IT
 APPEARS THAT C4 IS A FLOOR MOUNT. HOW COULD A FLOOR
 MOUNT BE USED FOR WINDOWS? I CANNOT DETERMINE WHICH
 CONNECTION TYPE YOU SELECTED BASED ON THE PHOTOGRAPHS
 PROVIDED (APPEARW THAT IT MAY BE A C2 CONNECTION), BUT
 IT DOES NOT APPEAR TO BE A FLOOR MOUNT WHICH IS
 TYPICALLY USED AT DOORS.
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2014-11-05 Cont ID  
Sent By shill Date 2014-11-05 Time 16:46 Rev Time 0.00
Received By shill Date 2014-11-05 Time 16:44 Sent To  
Notes
2014-11-05 16:53:17****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724
 [email protected]
  
 ANCHOR SPACING IS BLANK.
  
 AN ATTEMPT WAS MADE TO COMPLETE THE ANCHOR SPACING FOR
 YOU AS ALL OTHER PERTINENT INFORMATION WAS PROVIDED.
 HOWEVER, THE ANCHOR PROPOSED, POWERS CALK-IN, REQUIRES
 A CONCRETE SUBSTRATE SO CANNOT BE USED ON THE BOTTOM.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2014-09-11 Cont ID  
Sent By shill Date 2014-09-11 Time 14:11 Rev Time 0.00
Received By shill Date 2014-09-11 Time 14:11 Sent To  
Notes
2014-09-11 14:19:04****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724
 [email protected]
  
 FROM PREVIOUS LIST:
  
 1. COMPLETE THE FOLLOWING INFORMATION ON THE
 INSTALLATION SCHEDULE:
  
 SHUTTER MOUNTING CONNECTION TYPE (SHOULD CORRELATE WITH
 THE ANCHOR SHEETS ON SHEET 11)
  
 THIS WAS NOT COMPLETED. SOMETHING WAS WRITTEN, BUT IT
 IS ILLEGIBLE. THIS SHOULD CORRELATE WITH THE ANCHOR
 CHART, WHICH USES THE NAMING CONVENTION C1, C2, C3, C4,
 AND C5. SO, THIS COLUMN SHOULD INCLUDE THESE ANCHOR
 CONNECTION TYPES.
  
 SUBSTRATE (TYPICALLY CONCRETE TOP, BLOCK BOTTOM, BUT
 SOMETIMES BLOCK TOP AND BOTTOM)
  
 2ND REVIEW, CONCRETE SPECIFIED. THIS IS MOST LIKELY NOT
 THE CASE, MOST LIKELY CONCRETE TOP, BLOCK BOTTOM.
  
 AS SPANS ARE SMALL, THE "WORST CASE" WOULD BE A C4
 CONNECTION, HOLLOW BLOCK, 3.4" ANCHOR SPACING. EITHER
 REVISE INSTALLATION SCHEDULE TO INCLUDE ALL INFORMATION
 REQUIRED TO DEMONSTRATE CODE COMPLIANCE OR CHANGE
 ANCHOR SPACING TO WORST CASE CONDITIONS (3.4").
  
 2ND REVIEW, ANCHOR SPACING NOW PROPOSES 24" ON THE
 BOTTOM WHICH DOES NOT COMPLY FOR ANY OF THE ANCHOR
 TYPES.
  
 2. ANCHOR PROPOSED IS NOW "WEDGE." THIS IS NOT ONE OF
 THE APPROVED FASTENERS IN THE PRODUCT APPROVAL.
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2014-05-15 Cont ID  
Sent By shill Date 2014-05-15 Time 17:26 Rev Time 0.00
Received By shill Date 2014-05-15 Time 17:26 Sent To  
Notes
2014-05-15 17:31:15****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724
 [email protected]
  
 1. COMPLETE THE FOLLOWING INFORMATION ON THE
 INSTALLATION SCHEDULE:
  
 SHUTTER MOUNTING CONNECTION TYPE (SHOULD CORRELATE WITH
 THE ANCHOR SHEETS ON SHEET 11)
 SUBSTRATE (TYPICALLY CONCRETE TOP, BLOCK BOTTOM, BUT
 SOMETIMES BLOCK TOP AND BOTTOM)
  
 AS SPANS ARE SMALL, THE "WORST CASE" WOULD BE A C4
 CONNECTION, HOLLOW BLOCK, 3.4" ANCHOR SPACING. EITHER
 REVISE INSTALLATION SCHEDULE TO INCLUDE ALL INFORMATION
 REQUIRED TO DEMONSTRATE CODE COMPLIANCE OR CHANGE
 ANCHOR SPACING TO WORST CASE CONDITIONS (3.4").
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status P Date 2015-05-08 Cont ID  
Sent By shill Date 2015-05-08 Time 11:44 Rev Time 0.00
Received By skennedy Date 2015-01-27 Time 11:48 Sent To B
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2014-11-05 Cont ID  
Sent By shill Date 2014-11-05 Time 16:53 Rev Time 0.00
Received By shill Date 2014-10-24 Time 14:47 Sent To  
Notes
2014-10-24 14:47:37SENT TO S HILL
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2014-09-11 Cont ID  
Sent By shill Date 2014-09-11 Time 14:19 Rev Time 0.00
Received By shill Date 2014-08-15 Time 06:42 Sent To  
Notes
2014-08-15 06:42:58SENT TO S HILL
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2014-05-15 Cont ID  
Sent By shill Date 2014-05-15 Time 17:31 Rev Time 0.00
Received By shill Date 2014-05-15 Time 17:31 Sent To  
Notes
***NONE***


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